JPH0738400Y2 - Shrub board device - Google Patents

Shrub board device

Info

Publication number
JPH0738400Y2
JPH0738400Y2 JP1988093785U JP9378588U JPH0738400Y2 JP H0738400 Y2 JPH0738400 Y2 JP H0738400Y2 JP 1988093785 U JP1988093785 U JP 1988093785U JP 9378588 U JP9378588 U JP 9378588U JP H0738400 Y2 JPH0738400 Y2 JP H0738400Y2
Authority
JP
Japan
Prior art keywords
plate
earth
reinforcing
mounting brackets
discharging plate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP1988093785U
Other languages
Japanese (ja)
Other versions
JPH0215649U (en
Inventor
仁 安留
文将 佐伯
信良 山本
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hitachi Construction Machinery Co Ltd
Original Assignee
Hitachi Construction Machinery Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hitachi Construction Machinery Co Ltd filed Critical Hitachi Construction Machinery Co Ltd
Priority to JP1988093785U priority Critical patent/JPH0738400Y2/en
Publication of JPH0215649U publication Critical patent/JPH0215649U/ja
Application granted granted Critical
Publication of JPH0738400Y2 publication Critical patent/JPH0738400Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、例えば油圧ショベル等の作業機に設けられ、
掘削した土砂等を排除するのに用いられる排土板装置に
関する。
[Detailed Description of the Invention] [Industrial Application Field] The present invention is provided in a working machine such as a hydraulic excavator,
The present invention relates to an earth discharging plate device used to remove excavated earth and sand.

〔従来の技術〕[Conventional technology]

従来技術として第3図ないし第5図に油圧ショベルの排
土板装置を示す。図において、1は油圧ショベルで、該
油圧ショベル1はトラックフレーム2A及び履帯2Bを有す
る下部走行体2と、該下部走行体2上に旋回可能に搭載
された上部旋回体3と、該上部旋回体3に設けられたシ
ョベル装置4とから大略構成されている。
As prior art, FIGS. 3 to 5 show an earth excavator plate device for a hydraulic excavator. In the figure, reference numeral 1 denotes a hydraulic excavator, which is a lower traveling body 2 having a track frame 2A and a crawler belt 2B, an upper revolving body 3 rotatably mounted on the lower traveling body 2, and an upper revolving body. The excavator device 4 provided on the body 3 is generally configured.

5は排土作業を行うために前記油圧ショベル1に設けら
れた排土板装置を示す。6は該排土板装置5を構成する
排土板で、該排土板6は凹湾曲状の前面が排土面6Aにな
り、他側の後面が取付面6Bになった横長矩形の鋼板から
なっている。7,8は前記排土板6の取付面6Bに長手方向
に沿って配設され、溶接手段によって固着された上側補
強板と下側補強板で、上側補強板7は断面略V字形の長
尺材からなり、下側補強板8は上,下面8A,8Bと側面8C
を有する断面略コ字状の長尺材からなっている。
Reference numeral 5 denotes an earth-discharging plate device provided on the hydraulic excavator 1 for performing earth-discharging work. Reference numeral 6 denotes an earth-discharging plate that constitutes the earth-discharging plate device 5, and the earth-discharging plate 6 is a horizontally long rectangular steel plate having a concave curved front surface as an earth-discharging surface 6A and another rear surface as an attaching surface 6B. It consists of Reference numerals 7 and 8 denote upper and lower reinforcing plates arranged along the longitudinal direction on the mounting surface 6B of the soil discharging plate 6 and fixed by welding means. The upper reinforcing plate 7 has a substantially V-shaped cross section. Made of scale material, the lower reinforcing plate 8 has upper and lower surfaces 8A, 8B and side surfaces 8C.
It is made of a long material having a substantially U-shaped cross section.

9,9は前記排土板6を油圧ショベル1に対して揺動可能
に支持するための一対のステーで、該各ステー9は一端
側9Aが前記下側補強板8の側面8Cに溶接手段より固着さ
れており、所定間隔離間して互いに平行な状態で該下側
補強板8から突出している。そして、該各ステー9の他
端側9Bは前記トラックフレーム2Aに固着されたステー取
付ブラケット10,10に支持ピン11を介して連結されてい
る。12は排土板6寄りに位置して前記一対のステー9,9
に両端側が溶接されたシリンダ支持部材で、該シリンダ
支持部材12は中空の円筒体からなっている。
Reference numerals 9 and 9 denote a pair of stays for swingably supporting the soil discharge plate 6 with respect to the hydraulic excavator 1. One end side 9A of each stay 9 is welded to a side surface 8C of the lower reinforcing plate 8. They are more firmly fixed and protrude from the lower reinforcing plate 8 in a state of being separated from each other by a predetermined distance and parallel to each other. The other end 9B of each stay 9 is connected to a stay mounting bracket 10, 10 fixed to the track frame 2A via a support pin 11. A pair of stays 9 and 9 are located near the soil discharging plate 6.
The both ends are welded to a cylinder supporting member, and the cylinder supporting member 12 is a hollow cylindrical body.

13は前記排土板6を昇降動作するための昇降用シリンダ
で、該昇降用シリンダ13はチューブ13Aと該チューブ13A
から突出して進退可能となったピストンロッド13Bとを
有している。14,14は前記昇降用シリンダ13を排土板6
側に接続するための一対のシリンダ取付ブラケットで、
該一対のシリンダ取付ブラケット14,14はシリンダ支持
部材12の軸方向中間に位置して外周面に溶接等の手段に
よって固着されており、連結ピン15を介してチューブ13
Aと連結されている。一方、トラックフレーム2Aにはス
テー取付ブラケット10の側方に位置して一対のロッド取
付ブラケット16,16が固着されており、該ロッド取付ブ
ラケット16,16には連結ピン17を介してピストンロッド1
3Bが連結されている。
Reference numeral 13 is a lifting cylinder for lifting the soil discharge plate 6, and the lifting cylinder 13 is a tube 13A and a tube 13A.
It has a piston rod 13B which projects from and can be moved back and forth. 14 and 14 are the lift cylinders 13 and the earth plate 6
A pair of cylinder mounting brackets for connecting to
The pair of cylinder mounting brackets 14 and 14 are located in the middle of the cylinder supporting member 12 in the axial direction, and are fixed to the outer peripheral surface by means such as welding, and the tube 13 via the connecting pin 15.
It is linked to A. On the other hand, on the track frame 2A, a pair of rod mounting brackets 16 and 16 are fixed to the side of the stay mounting bracket 10, and the rod mounting brackets 16 and 16 are connected to the piston rod 1 via a connecting pin 17.
3B is connected.

従来技術の排土板装置5は上述の如く構成されており、
昇降用シリンダ13のピストンロッド13Bが縮小すると各
ステー9が支持ピン11を支点に上方に回転し、ピストン
ロッド13Bが伸長すると各ステー9が支持ピン11を支点
に下方に回転する結果、該ステー9,9の一端側9Aに固着
されている排土板6は第5図中上,下方向に昇降するよ
うになっている。
The conventional soil discharging plate device 5 is configured as described above,
When the piston rod 13B of the lifting cylinder 13 contracts, each stay 9 rotates upward with the support pin 11 as a fulcrum, and when the piston rod 13B extends, each stay 9 rotates downward with the support pin 11 as a fulcrum. The earth-discharging plate 6 fixed to one end 9A of the 9, 9 can be moved up and down in FIG.

〔考案が解決しようとする課題〕[Problems to be solved by the device]

而して、上述した排土板装置5によれば、第5図に示す
ように排土板6の長手方向一側端部に矢示A方向からの
片荷重が作用した場合、互に平行な一対のステー9,9に
ねじれ力が働く結果、該各ステー9に固着されているシ
リンダ支持部材12の軸方向両端側に高いねじれ応力と曲
げ応力が発生することになる。また、一端がシリンダ支
持部材12に固着され、他端側に連結ピン15が挿嵌されて
互いに平行となった一対のシリンダ取付ブラケット14,1
4にはシリンダ支持部材12にねじれ応力と曲げ応力が発
生するのに伴なってねじれ応力等が発生することにな
る。
Thus, according to the above-mentioned earth discharging plate device 5, as shown in FIG. 5, when one side load from the arrow A direction acts on one end portion in the longitudinal direction of the earth discharging plate 6, they are parallel to each other. As a result of the twisting force acting on the pair of stays 9, a high twisting stress and a bending stress are generated at both axial ends of the cylinder support member 12 fixed to each stay 9. Further, a pair of cylinder mounting brackets 14, 1 whose one end is fixed to the cylinder support member 12 and the other end side is fitted with the connecting pin 15 to be parallel to each other.
In the cylinder 4, torsional stress and the like are generated along with the generation of the torsional stress and the bending stress in the cylinder support member 12.

このため、シリンダ支持部材12やシリンダ取付ブラケッ
ト14,14のねじれ応力や曲げ応力による変形を防止する
ためには、これらの板厚を厚くしたり、補強用リブを設
けたり或いは溶接部を厚肉にする必要があるが、製造コ
ストの増加や重量増加を招くという欠点及びそのために
昇降用シリンダを大型のものにしなければならないとい
う欠点がある。
Therefore, in order to prevent deformation of the cylinder support member 12 and the cylinder mounting brackets 14 and 14 due to torsional stress and bending stress, the plate thickness of these members should be increased, reinforcing ribs should be provided, or welded parts should be thickened. However, there is a drawback in that the manufacturing cost and the weight are increased, and accordingly, the lifting cylinder has to be large in size.

また、他の従来技術として第6図及び第7図に示すよう
に、シリンダ取付ブラケット14′,14′を下側補強板8
の側面8Cに直接溶接したものが知られている。
As another conventional technique, as shown in FIGS. 6 and 7, the cylinder mounting brackets 14 ', 14' are attached to the lower reinforcing plate 8.
It is known to be directly welded to the side surface 8C of the.

而して、この従来技術によれば、先の従来技術のシリン
ダ支持部材12を不要にできるが、昇降用シリンダ13の油
圧力が下側補強板8に直接加わることや、排土作業時に
排土板6に加わる衝撃力によって該下側補強板8が変形
してしまうという問題があるため、該補強板8の板厚を
厚く設定しなければならず、重量の増加を免れないとい
う欠点がある。
Thus, according to this conventional technique, the cylinder support member 12 of the prior art can be dispensed with, but the hydraulic pressure of the lifting cylinder 13 is directly applied to the lower reinforcing plate 8 and the drainage work is performed. Since there is a problem that the lower reinforcing plate 8 is deformed by the impact force applied to the soil plate 6, it is necessary to set the plate thickness of the reinforcing plate 8 to be large, and there is a drawback that the increase in weight cannot be avoided. is there.

また、前記いずれの従来技術にあっても、下側補強板8
は排土板6の全長と同じ長さの1本の長尺材からなって
いるため、大型のプレス加工機が必要であると共に、ね
じれ易いために排土板6後面6Bへの位置決めが面倒であ
り、作業性が損なわれるという問題がある。
Further, in any of the above-mentioned conventional techniques, the lower reinforcing plate 8
Since it consists of one long material with the same length as the overall length of the soil discharge plate 6, a large press machine is required and it is difficult to position it on the rear surface 6B of the soil discharge plate 6 because it is easily twisted. Therefore, there is a problem that workability is impaired.

本考案は上述した各従来技術の欠点に鑑みなされたもの
で、部材にねじり応力や曲げ応力の発生を防止でき、し
かも強度性の向上、重量の軽減、製造工数の低減等を実
現できるようにした排土板装置を提供するものである。
The present invention has been made in view of the above-mentioned drawbacks of the related arts, and it is possible to prevent the generation of torsional stress and bending stress in a member, and to improve the strength, reduce the weight, and reduce the manufacturing man-hours. A soil dumping plate device is provided.

〔課題を解決するための手段〕[Means for Solving the Problems]

上述した課題を解決するために、本考案が採用する排土
板の構成は、左,右のステーを介して作業機本体に上,
下方向に昇降可能に設けられ、前面が排土面になった排
土板と、該排土板の後面に長手方向に沿って固着された
補強板と、一対の取付ブラケットを介して前記排土板と
作業機本体との間に配設された昇降用シリンダとを備
え、前記排土板の後面に前記昇降用シリンダの各取付ブ
ラケットを直接固着すると共に、前記補強板を各取付ブ
ラケット間に配設される中央補強部材と、各取付ブラケ
ットの左,右側に配設される一対の外側補強部材との3
部材に分割し、該各補強部材を前記排土板の後面に該各
取付ブラケットと一体に固着し、前記左,右のステーを
前記左,右の外側補強部材にそれぞれ固着する構成とし
てなる。
In order to solve the above-mentioned problems, the structure of the earth-discharging plate adopted by the present invention is such that the work machine main body is mounted via the left and right stays,
An earth-discharging plate which is provided so as to be able to move up and down and has a front surface serving as an earth-discharging surface, a reinforcing plate fixed to the rear surface of the earth-discharging plate along the longitudinal direction, and the earth-discharging plate through a pair of mounting brackets. An elevating cylinder arranged between the earth plate and the working machine body, each mounting bracket of the elevating cylinder is directly fixed to the rear surface of the earth discharging plate, and the reinforcing plate is provided between the mounting brackets. 3 of a central reinforcing member arranged on the left side and a pair of outer reinforcing members arranged on the left and right sides of the respective mounting brackets.
The reinforcing member is divided into members, the reinforcing members are integrally fixed to the rear surface of the earth discharging plate with the mounting brackets, and the left and right stays are fixed to the left and right outer reinforcing members, respectively.

〔作用〕[Action]

上記構成により、昇降用シリンダの油圧力は各取付ブラ
ケットを介して直接排土板に伝達され、また、排土板に
加わった衝撃力は各取付ブラケットを介して昇降用シリ
ンダ側に伝達されるようになるから、補強板のねじれ応
力や曲げ応力による変形が防止され、該補強板の耐久性
が向上する。また、補強板を中央補強部材と一対の外側
補強部材との3部材に分割することにより、容易なプレ
ス加工で寸法精度の高い補強板を製造することが可能と
なるから、加工費の削減によってコストを低減し、寸法
精度を高めることによる組立性の向上によって生産性が
向上する。
With the above structure, the hydraulic pressure of the lifting cylinder is directly transmitted to the earth discharging plate via each mounting bracket, and the impact force applied to the earth discharging plate is transmitted to the lifting cylinder side via each mounting bracket. As a result, deformation of the reinforcing plate due to torsional stress and bending stress is prevented, and the durability of the reinforcing plate is improved. Further, by dividing the reinforcing plate into three members, that is, the central reinforcing member and the pair of outer reinforcing members, it becomes possible to manufacture the reinforcing plate with high dimensional accuracy by easy press working, so that the processing cost can be reduced. The productivity is improved by improving the assemblability by reducing the cost and increasing the dimensional accuracy.

〔実施例〕〔Example〕

以下、本考案の実施例を第1図及び第2図に基づき詳述
する。なお、前述した従来技術の構成要素と同一の構成
要素には同一符号を付し、その説明を省略する。
Hereinafter, an embodiment of the present invention will be described in detail with reference to FIGS. 1 and 2. The same components as those of the conventional technique described above are designated by the same reference numerals, and the description thereof will be omitted.

然るに、図中21はチューブ21A,及びチューブ21Aから伸
長するピストンロッド21Bが従来技術のものに比較して
長尺に設定された昇降用シリンダ、22,22は該昇降用シ
リンダ21を排土板6側に連結するための一対のシリンダ
取付ブラケットで、該各取付ブラケット22は排土板6の
後面6Bに縦方向にほぼ全面的に当接するようになった当
接面22Aと、ピン挿嵌穴22Bを有している。そして、該各
シリンダ取付ブラケット22は排土板6の後面6Bに当接面
22Aを直接当接させた状態で溶接手段によって固着され
ており、ピン挿嵌穴22Bに挿通した連結ピン15を介して
前記昇降用シリンダ21のチューブ21Aが連結されてい
る。
However, in the figure, 21 is a lifting cylinder in which the tube 21A and the piston rod 21B extending from the tube 21A are set to be longer than those of the prior art, and 22 and 22 are the soiling plates for the lifting cylinder 21. A pair of cylinder mounting brackets for connecting to the 6 side, each of the mounting brackets 22 being in contact with the rear surface 6B of the earth-draining plate 6 almost entirely in the longitudinal direction, and a pin insertion fitting. It has a hole 22B. The cylinder mounting brackets 22 are in contact with the rear surface 6B of the soil discharging plate 6.
The tube 21A of the ascending / descending cylinder 21 is connected via a connecting pin 15 inserted into the pin insertion hole 22B, which is fixed by welding means in a state where the 22A is directly abutted.

23は従来技術による下側補強板8に代えて排土板6に設
けられた補強板で、該補強板23は一対のシリンダ取付ブ
ラケット22,22間に配設される中央補強部材24と、該補
強部材24より長尺に形成され、該各取付ブラケット22の
左,右側に配設される一対の外側補強部材25,26の3部
材に分割されており、該各補強部材24,25,26は上面24A,
25A,26A、下面24B,25B,26B及び側面24C,25C,26Cを有す
る断面略コ字状の部材に形成されている。
Reference numeral 23 denotes a reinforcing plate provided on the earth discharging plate 6 in place of the lower reinforcing plate 8 according to the prior art. The reinforcing plate 23 is a central reinforcing member 24 arranged between the pair of cylinder mounting brackets 22, 22. The reinforcing member 24 is formed to be longer than the reinforcing member 24, and is divided into three members, a pair of outer reinforcing members 25 and 26 arranged on the left and right sides of the mounting brackets 22, respectively. 26 is the upper surface 24A,
25A, 26A, lower surfaces 24B, 25B, 26B and side surfaces 24C, 25C, 26C are formed in a member having a substantially U-shaped cross section.

そして、上述した3個の補強部材24,25,26のうち中央補
強部材24はシリンダ取付ブラケット22,22間に位置して
排土板6の後面6Bと各取付ブラケット22の両端に一体的
に溶接されている。一方、外側補強部材25,26は取付ブ
ラケット22,22の横方向外側に位置して排土板6の後面6
Bに長手方向に沿って溶接されると共に、該各取付ブラ
ケット22との当接部位も溶接されている。
The central reinforcing member 24 among the above-mentioned three reinforcing members 24, 25, 26 is located between the cylinder mounting brackets 22, 22 and is integrally formed on the rear surface 6B of the earth discharging plate 6 and both ends of each mounting bracket 22. It is welded. On the other hand, the outer reinforcing members 25 and 26 are located laterally outside of the mounting brackets 22 and 22 and are located on the rear surface 6 of the earth discharging plate 6.
It is welded to B along the longitudinal direction, and the contact portion with each mounting bracket 22 is also welded.

また、一の従来技術として示したものと同様に、左,右
のステー9,9の一端側9Aは左,右外側補強部材25,26の外
側面に溶接手段によって固着され、所定間隔離間して互
いに平行な状態で突出している。なお、排土板6に各取
付ブラケット22、中央補強部材24、左,右外側補強部材
25,26を溶接した後、該左,右の外側補強部材25,26に
左,右のステー9,9の一端側9Aを溶接するもので、溶接
作業が容易となっている。
Further, similarly to the one shown as one prior art, one end side 9A of the left and right stays 9 and 9 is fixed to the outer surfaces of the left and right outer reinforcing members 25 and 26 by welding means and is separated by a predetermined distance. Project in parallel with each other. It should be noted that each of the mounting brackets 22, the central reinforcing member 24, the left and right outer reinforcing members are attached to the earth discharging plate 6.
After welding 25 and 26, one end side 9A of the left and right stays 9 and 9 is welded to the left and right outer reinforcing members 25 and 26, which facilitates the welding work.

実施例は上述の如く構成されており、昇降用シリンダ21
を伸縮することにより排土板6を上,下方向に昇降さ
せ、土砂等を排除する作用については、従来技術による
ものと異るところはない。然るに、実施例によればシリ
ンダ取付ブラケット22,22は各当接面22Aを排土板6の後
面6Bに直接固着してあるから、昇降用シリンダ21の油圧
力を補強板23を介さずに直接排土板6に伝えることがで
きるし、排土作業中に排土板6に加わった衝撃はシリン
ダ取付ブラケット22,22、連結ピン15を介して昇降用シ
リンダ21側に伝達でき、補強板23が当該衝撃を直接受承
することがないように構成すると共に、一の従来技術に
おけるシリンダ支持部材12を不要にしてある。
The embodiment is configured as described above, and the lifting cylinder 21
There is no difference from the prior art in the action of elevating and lowering the soil discharge plate 6 by expanding and contracting to remove dirt and the like. However, according to the embodiment, the cylinder mounting brackets 22 and 22 have the respective contact surfaces 22A directly fixed to the rear surface 6B of the soil discharging plate 6, so that the hydraulic pressure of the lifting cylinder 21 does not go through the reinforcing plate 23. It can be directly transmitted to the soil discharging plate 6, and the impact applied to the soil discharging plate 6 during the soil discharging work can be transmitted to the lifting cylinder 21 side via the cylinder mounting brackets 22 and 22, and the connecting pin 15, and the reinforcing plate 23 is constructed so as not to directly receive the impact, and the cylinder support member 12 of the prior art is not required.

かくして、実施例によれば、排土板6の長手方向端部に
片荷重が作用した場合でも、該シリンダ支持部材12の両
端部やシリンダ取付ブラケット14,14のねじり応力の発
生という問題を解消できる。また、シリンダ支持部材12
の重量分を軽量化できる結果、溶接の肉厚を薄くできる
し、補強用リブも不要にできるから、材料費及び工数の
低減を図ることができると共に、シリンダ支持部材12自
体の費用を削減できる。
Thus, according to the embodiment, even when a single load is applied to the longitudinal end portion of the soil discharge plate 6, the problem of the occurrence of torsional stress in both end portions of the cylinder support member 12 and the cylinder mounting brackets 14, 14 is solved. it can. In addition, the cylinder support member 12
As a result, the welding thickness can be reduced, the welding thickness can be reduced, and the reinforcing ribs can be eliminated. Therefore, the material cost and the man-hour can be reduced, and the cost of the cylinder support member 12 itself can be reduced. .

更に、実施例によれば他の従来技術における下側補強板
8とは異なって、補強板23が油圧力や衝撃を直接受ける
ことがないように構成し、該補強板23の強度が損なわれ
ることがないようにしたから、補強板23に特に厚板の鋼
板を用いる必要がなくコスト低減を図ることができ、し
かも排土板6の耐久性を向上させることができる。
Further, according to the embodiment, unlike the lower reinforcing plate 8 in the other prior art, the reinforcing plate 23 is configured so as not to be directly subjected to hydraulic pressure or impact, and the strength of the reinforcing plate 23 is impaired. Since it is not necessary to use a thick steel plate for the reinforcing plate 23, the cost can be reduced and the durability of the soil discharging plate 6 can be improved.

更にまた、補強板23は中央補強部材24と一対の外側補強
部材25,26の3部材に構成し、従来技術の下側補強板8
よりも長さ寸法が短くなるようにしたから、各補強部材
24,25,26のプレス加工が容易であるし、寸法精度の向上
を図ることができる。また、補強板23を構成する中央補
強部材24は排土板6と一対のシリンダ取付ブラケット2
2,22とに一体的に溶接してあり、各外側補強部材25,26
は排土板6と各シリンダ取付ブラケット22とに一体的に
溶接してあるから、従来技術の下側補強部材8と比較し
た場合同じ板厚でも高い強度性を得ることができる。
Furthermore, the reinforcing plate 23 is composed of a central reinforcing member 24 and a pair of outer reinforcing members 25 and 26.
Since the length dimension is shorter than
The press working of 24, 25, 26 is easy, and the dimensional accuracy can be improved. Further, the central reinforcing member 24 that constitutes the reinforcing plate 23 includes the earth discharging plate 6 and the pair of cylinder mounting brackets 2.
It is integrally welded to 2, 22 and each outer reinforcing member 25, 26
Since the soil discharging plate 6 and each cylinder mounting bracket 22 are integrally welded to each other, it is possible to obtain high strength with the same plate thickness as compared with the lower reinforcing member 8 of the prior art.

また、一対のシリンダ取付ブラケット22,22と中央補強
部材24を予め溶接して組付けることにより、排土板6に
溶接する前にピン挿嵌穴22Bの穴加工が可能となるか
ら、作業性を向上できる。
Further, by previously welding and assembling the pair of cylinder mounting brackets 22, 22 and the central reinforcing member 24, it becomes possible to form the pin insertion hole 22B before welding to the soil discharging plate 6, so that workability is improved. Can be improved.

なお、実施例では強度性が向上したので従来技術におけ
る上側補強板7を省略し、軽量化を図ったが、該上側補
強板7を設けて更に強度性を高めるようにしてもよい。
In the embodiment, since the strength is improved, the upper reinforcing plate 7 in the prior art is omitted to reduce the weight, but the upper reinforcing plate 7 may be provided to further increase the strength.

〔考案の効果〕[Effect of device]

本考案は以上詳述した通り、排土板の後面に昇降用シリ
ンダの各取付ブラケットを直接固着すると共に、補強板
を各取付ブラケット間に配設される中央補強部材と、各
取付ブラケットの左,右側に配設される一対の外側補強
部材との3部材に分割し、かつ前記左,右のステーを前
記左,右外側補強部材にそれぞれ固着する構成としてい
るから、昇降用シリンダの油圧力を各取付ブラケットを
介して直接排土板に伝達させ、また、排土板に加わる衝
撃力を各取付ブラケットを介して昇降用シリンダ側に伝
達させることができ、補強板がねじれ応力や曲げ応力に
よって変形するのを防止して、該補強板の耐久性を向上
することができる上に、補強板の強度性を特に向上させ
る必要がない場合には、軽量化、材料費の低減を可能と
することができる。また、補強板を中央補強部材と一対
の外側補強部材との3部材に分割することにより、個々
の補強部材の長さ寸法を短くすることができるから、容
易なプレス加工でねじれ等ない寸法精度の高い補強板を
製造することが可能となり、加工費を削減してコストを
低減できる上に、組立時の組付け性を向上させることが
できる。しかも、各取付ブラケットと中央補強部材とを
予め溶接して組付けることにより、排土板に溶接する前
にピン挿嵌穴を該各取付ブラケットに穴加工することが
でき、作業性の向上を図ることができる。
As described in detail above, the present invention directly attaches the mounting brackets of the lifting cylinder to the rear surface of the earth discharging plate, and the reinforcing plate is disposed between the mounting brackets and the central reinforcing member and the left side of each mounting bracket. ., The left and right stays are fixed to the left and right outer reinforcing members, respectively, so that the hydraulic pressure of the lifting cylinder is increased. Can be transmitted directly to the earth-discharging plate via each mounting bracket, and the impact force applied to the earth-discharging plate can be transmitted to the lifting cylinder side via each mounting bracket. It is possible to prevent the deformation of the reinforcing plate and improve the durability of the reinforcing plate. Further, when it is not necessary to particularly improve the strength of the reinforcing plate, it is possible to reduce the weight and the material cost. can do Further, by dividing the reinforcing plate into three members, that is, the central reinforcing member and the pair of outer reinforcing members, the length dimension of each reinforcing member can be shortened. It is possible to manufacture a reinforcing plate having a high cost, and it is possible to reduce the processing cost to reduce the cost and improve the assembling property at the time of assembly. Moreover, by preliminarily welding and assembling each mounting bracket and the central reinforcing member, it is possible to form a pin insertion hole in each mounting bracket before welding to the earth discharging plate, thereby improving workability. Can be planned.

【図面の簡単な説明】[Brief description of drawings]

第1図及び第2図は本考案の実施例を示し、第1図は油
圧ショベルに設けた排土板装置の上面図、第2図は第1
図中のII−II矢示方向拡大断面図、第3図ないし第5図
は一の従来技術を示し、第3図は油圧ショベルに組付け
た状態を示す排土板装置の外観図、第4図は第3図に示
す排土板装置の拡大上面図、第5図は第4図中のV−V
矢示方向断面図、第6図及び第7図は他の従来技術に係
り、第6図は排土板装置の要部拡大上面図、第7図は第
6図中のVII−VII矢示方向断面図である。 6……排土板、6A……排土面、6B……背面、21……昇降
用シリンダ、23……補強板、24,25,26……補強部材。
FIGS. 1 and 2 show an embodiment of the present invention. FIG. 1 is a top view of an earth-discharging plate device provided on a hydraulic excavator, and FIG.
An II-II arrow direction enlarged sectional view in the figure, FIGS. 3 to 5 show one prior art, and FIG. FIG. 4 is an enlarged top view of the soil discharge plate device shown in FIG. 3, and FIG. 5 is VV in FIG.
Sectional views in the direction of the arrows, FIG. 6 and FIG. 7 relate to another conventional technique. FIG. 6 is an enlarged top view of the essential parts of the earth discharging plate device, and FIG. 7 is an arrow VII-VII in FIG. FIG. 6 ... Soil discharge plate, 6A ... Soil discharge surface, 6B ... Rear surface, 21 ... Elevating cylinder, 23 ... Reinforcement plate, 24,25,26 ... Reinforcement member.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】左,右のステーを介して作業機本体に上,
下方向に昇降可能に設けられ、前面が排土面になった排
土板と、該排土板の後面に長手方向に沿って固着された
補強板と、一対の取付ブラケットを介して前記排土板と
作業機本体との間に配設された昇降用シリンダとを備
え、前記排土板の後面に前記昇降用シリンダの各取付ブ
ラケットを直接固着すると共に、前記補強板を各取付ブ
ラケット間に配設される中央補強部材と、各取付ブラケ
ットの左,右側に配設される一対の外側補強部材との3
部材に分割し、該各補強部材を前記排土板の後面に該各
取付ブラケットと一体に固着し、前記左,右のステーを
前記左,右の外側補強部材にそれぞれ固着する構成とし
てなる排土板装置。
1. An upper part of a working machine body via left and right stays,
An earth-discharging plate which is provided so as to be able to move up and down and has a front surface serving as an earth-discharging surface, a reinforcing plate fixed to the rear surface of the earth-discharging plate along the longitudinal direction, and the earth-discharging plate through a pair of mounting brackets. An elevating cylinder arranged between the earth plate and the working machine body, each mounting bracket of the elevating cylinder is directly fixed to the rear surface of the earth discharging plate, and the reinforcing plate is provided between the mounting brackets. 3 of a central reinforcing member arranged on the left side and a pair of outer reinforcing members arranged on the left and right sides of the respective mounting brackets.
The member is divided into members, the reinforcing members are integrally fixed to the rear surface of the earth discharging plate with the mounting brackets, and the left and right stays are fixed to the left and right outer reinforcing members, respectively. Earth plate device.
JP1988093785U 1988-07-15 1988-07-15 Shrub board device Expired - Lifetime JPH0738400Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1988093785U JPH0738400Y2 (en) 1988-07-15 1988-07-15 Shrub board device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1988093785U JPH0738400Y2 (en) 1988-07-15 1988-07-15 Shrub board device

Publications (2)

Publication Number Publication Date
JPH0215649U JPH0215649U (en) 1990-01-31
JPH0738400Y2 true JPH0738400Y2 (en) 1995-08-30

Family

ID=31318261

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1988093785U Expired - Lifetime JPH0738400Y2 (en) 1988-07-15 1988-07-15 Shrub board device

Country Status (1)

Country Link
JP (1) JPH0738400Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4785783B2 (en) * 2007-03-27 2011-10-05 株式会社クボタ Work machine dozer equipment
JP2013193800A (en) * 2012-03-16 2013-09-30 Unicarriers Corp Fork shift device

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6193555U (en) * 1984-11-20 1986-06-17
JPS6235710U (en) * 1985-08-20 1987-03-03

Also Published As

Publication number Publication date
JPH0215649U (en) 1990-01-31

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